JPH0530946B2 - - Google Patents
Info
- Publication number
- JPH0530946B2 JPH0530946B2 JP60133512A JP13351285A JPH0530946B2 JP H0530946 B2 JPH0530946 B2 JP H0530946B2 JP 60133512 A JP60133512 A JP 60133512A JP 13351285 A JP13351285 A JP 13351285A JP H0530946 B2 JPH0530946 B2 JP H0530946B2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- side wall
- block
- mortar
- masonry
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000004570 mortar (masonry) Substances 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 12
- 239000000945 filler Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Building Environments (AREA)
- Stackable Containers (AREA)
- Non-Disconnectible Joints And Screw-Threaded Joints (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Description
【発明の詳細な説明】
産業上の利用分野
この発明は、各ブロツク間の目地部へモルタル
等の目地材を充填する組積ブロツクであつて、特
に、ブロツクの組積後にモルタル等の目地材を充
填する目地材後充填ブロツクに関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to a masonry block in which the joints between blocks are filled with a joint material such as mortar, and in particular, the joint material such as mortar is filled into the joints between the blocks. This relates to a filling block after filling joint material.
従来の技術
第３図〜第５図は、コンクリートブロツクの組
積構造と、目地モルタルを充填した目地部の構造
を示している。BACKGROUND ART FIGS. 3 to 5 show the masonry structure of concrete blocks and the structure of joints filled with joint mortar.
コンクリートブロツク１，１……は、内外側壁
部２，３と両側壁部２，３間を連結する一対の連
結部４，４とからなり、これらの図示しない基礎
上に組積するとともに、両側壁部２，３間に配筋
を施した後コンクリートが打設される。この場
合、横目地５及び縦目地６にはモルタル７が充填
される。 The concrete blocks 1, 1, . After reinforcement is placed between the walls 2 and 3, concrete is poured. In this case, the horizontal joints 5 and the vertical joints 6 are filled with mortar 7.
第４図は、上記横目地５部分の構造を示したも
のであり、上下に積層された各コンクリートブロ
ツク１，１……側壁部３，３は、その下端面又は
上端面がフラツトな面とされ、これら上端面と下
端面間に目地モルタル７が充填されている。８
は、側壁部２，３間に打設したコンクリートを示
している。 Fig. 4 shows the structure of the above-mentioned horizontal joint 5. Each of the vertically stacked concrete blocks 1, 1... side wall parts 3, 3 has a flat lower end surface or an upper end surface. A joint mortar 7 is filled between the upper end surface and the lower end surface. 8
shows the concrete placed between the side walls 2 and 3.
他方、第５図は、縦目地６部分の構造を示して
おり、各コンクリートブロツク１，１の側端面に
は、その中央部に上下方向の凹溝９，９が形成さ
れており、両端面間に充填した目地モルタル７
が、この凹溝９内にも入り込むようになつてい
る。 On the other hand, Fig. 5 shows the structure of 6 vertical joints, in which vertical grooves 9, 9 are formed in the center of the side end faces of each concrete block 1, 1, and both end faces are formed with grooves 9, 9 in the vertical direction. Joint mortar filled in between 7
However, it is adapted to enter into this groove 9 as well.
発明が解決しようとする問題点
上記第４図の横目地５部分において、目地モル
タル７を後から充填する際、目地幅より小さめの
へら等によつて該目地モルタル７を外側から押し
込むと、側壁部３の内側に目地モルタル７が落下
する欠点がある。第３図の縦目地６部分において
も同様であり、凹溝９，９内に入り込んだモルタ
ル７はそのまま残るとしても、各端面間の目地モ
ルタル７はやはり側壁部３の内側へ落下するとい
う不都合がある。Problems to be Solved by the Invention When later filling the joint mortar 7 in the horizontal joint 5 portion shown in FIG. There is a drawback that the joint mortar 7 falls inside the section 3. The same applies to the vertical joint 6 portion in FIG. 3, and even if the mortar 7 that has entered the grooves 9 and 9 remains as it is, the joint mortar 7 between each end face still falls into the inside of the side wall 3, which is a disadvantage. There is.
即ち、本発明は、このような従来の欠点を解消
て、コンクリートブロツク１，１…の積み上げ後
に目地モルタル７を充填する場合でも、該目地モ
ルタル７が側壁部３の内側に落下することのない
コンクリートブロツク１の構造を提供することを
目的としている。 That is, the present invention eliminates such conventional drawbacks and prevents the joint mortar 7 from falling inside the side wall portion 3 even when the joint mortar 7 is filled after stacking the concrete blocks 1, 1, etc. The purpose is to provide the structure of concrete block 1.
問題点を解決するための手段
上記の目的を達成するため、この発明では、内
外の側壁部と両側壁部間を連結する連結部とから
なり、各ブロツクの側壁部間の目地部へモルタル
などの目地材を組積後に充填する目地材充填ブロ
ツクの組積構造において、前記目地部における各
側壁部間の〓間が側壁部外側面側よりも内画面側
で小として、前記各側壁部端面に、側壁部外側面
側から押し込まれた目地材の内側面側への脱落防
止用の段部を形成したことを特徴とする。Means for Solving the Problems In order to achieve the above-mentioned object, the present invention comprises a connecting part connecting the inner and outer side walls and both side walls, and mortar is applied to the joint between the side walls of each block. In the masonry structure of a joint material filling block filled with joint material after masonry, the distance between each side wall part at the joint part is smaller on the inner surface side than on the outer surface side of the side wall part, and the end face of each side wall part is The present invention is characterized in that a stepped portion is formed to prevent the joint filler pushed from the outer surface side of the side wall portion from falling off toward the inner surface side.
作 用
ブロツク端面１１，１２に形成した段部１３に
よつて、ブロツク１の表面側よりも内部側の方が
目地隙間が小となつており、そのため、外から目
地モルタル７を押し込んでも側壁部３の内側に落
下することがない。Operation Due to the stepped portions 13 formed on the end faces 11 and 12 of the block, the joint gap is smaller on the inside side than on the front side of the block 1, so even if the joint mortar 7 is pushed in from the outside, the side wall portion It will not fall inside the 3.
実施例
以下、この発明の構成を図示の実施例に基づい
て説明すると、第１図は、本発明コンクリートブ
ロツク１，１を積層した場合の横目地５部分の構
造を示しており、このように上下に積層された各
コンクリートブロツク１，１の側壁部３の下端面
１１及び上端面１２に、これら両端面１１，１２
間の目地〓間が、側壁部３の外側面側の隙間幅l1
りも内側面側の〓間幅l2の方が小として、この端
面に前記脱落防止用の段部１３，１３を形成した
ものである。Embodiment The structure of the present invention will be explained based on the illustrated embodiment. FIG. 1 shows the structure of 5 horizontal joints when the concrete blocks 1, 1 of the present invention are stacked. Both end surfaces 11, 12 are attached to the lower end surface 11 and upper end surface 12 of the side wall portion 3 of each concrete block 1, 1 stacked vertically.
Joint between = The gap is the gap width l 1 on the outer side of the side wall 3
The width l 2 between the ends on the inner side of the rim is smaller, and the step portions 13, 13 for preventing falling off are formed on this end surface.
このようにして内部側の隙間幅l2の方が小さく
なつているので、外側から目地モルタル７を押し
込んだ場合でも段部１３，１３によつて阻止さ
れ、外側の隙間幅l1よりも小さめのへら等によつ
て押し込んだ程度では、側壁部３の内側にモルタ
ル７が落下することはない。 In this way, the inner gap width l 2 is smaller, so even if the joint mortar 7 is pushed in from the outside, it will be blocked by the steps 13, 13, and the gap width l 2 will be smaller than the outer gap width l 1 . The mortar 7 will not fall inside the side wall portion 3 even if it is pushed in with a spatula or the like.
第２図は、この発明の他の実施例を示してお
り、側壁部３，３の上端面１２及び下端面１１
に、各々断面三角形状に凹溝１４，１４を横方向
に形成するとともに、この凹溝１４，１４のコン
クリートブロツク１内部側の壁面を、段部１３，
１３として、表面側の目地幅l1よりも内部側の目
地幅l2が小となるようにしたものである。この実
施例では、段部１３，１３が傾斜状になつている
が、勿論、第１図と同じく端面１１，１２と直角
な面としてもよい。 FIG. 2 shows another embodiment of the invention, in which an upper end surface 12 and a lower end surface 11 of the side wall portions 3, 3 are shown.
Recessed grooves 14, 14 each having a triangular cross section are formed in the horizontal direction, and the walls of the recessed grooves 14, 14 on the inside of the concrete block 1 are formed with stepped portions 13,
13, the joint width l2 on the inside side is smaller than the joint width l1 on the surface side. In this embodiment, the stepped portions 13, 13 are sloped, but of course, they may be surfaces perpendicular to the end surfaces 11, 12 as in FIG. 1.
また、第１図及び第２図の目地５部分において
は、いずれも下側コンクリートブロツク１上端面
１２における段部１３によつて、外側よりも内部
側が高くなつており、それ故、外部からの水の進
入をこの段部１３によつて阻止できるという効果
がある。 Furthermore, in the joint 5 portions shown in Figs. 1 and 2, the inside side is higher than the outside due to the stepped portion 13 on the upper end surface 12 of the lower concrete block 1, and therefore, the inside side is higher than the outside side. This stepped portion 13 has the effect of preventing water from entering.
なお、第１図及び第２図では、いずれも側壁部
３，３の内側にコンクリート８が打設されている
が、上記目地モルタル７の充填は、勿論このコン
サート８の打設前に施工される。また。上記実施
例では、横目地５の部分の構造を示したが、この
ような段部１３は、縦目地６部即ちコンクリート
ブロツク１，１における側壁部３の側端面にも形
成される。更に、外側側壁部３のみならず内側側
壁部２においても同様の形状とする。 1 and 2, concrete 8 is cast inside the side walls 3, 3, but the filling of the joint mortar 7 is of course carried out before this concert 8 is cast. Ru. Also. In the above embodiment, the structure of the horizontal joint 5 is shown, but such a stepped portion 13 is also formed at the vertical joint 6, that is, on the side end surfaces of the side wall portions 3 of the concrete blocks 1,1. Furthermore, not only the outer side wall portion 3 but also the inner side wall portion 2 have the same shape.
発明の効果
以上の如く、この発明においては、各ブロツク
の側壁部端面に、側壁部外側面側から押し込まれ
た目地材の内側面側への脱落防止用の段部を形成
して、目地部における側壁部間の外側面側よりも
内側面を小としており、それ故、後から目地モル
タル等の目地材を充填する場合であつても、該目
地材が側壁の内側に落下するという欠点がなく、
そのような脱落のために何度も充填しなおす必要
がなく、作業性が良好となり、また、脱落に気が
付かないまま放置されて各ブロツク相互の接着強
度や防水性能を低下させることがないという効果
がある。なお、前述したように、横目地部におい
て、下側ブロツク上端面に表面側よりも内部側が
高くなるような段部を形成すれば、雨水の浸入が
防止できるという効果が得られる。Effects of the Invention As described above, in this invention, a stepped portion is formed on the end face of the side wall of each block to prevent the joint filler pushed from the outer face of the side wall from falling off to the inner face. The inner surface is smaller than the outer surface between the side walls, so even if a joint material such as joint mortar is filled later, there is a problem that the joint material will fall inside the side wall. Without,
There is no need to refill the blocks many times due to such falling off, which improves workability, and also has the effect that falling off blocks will not be left unnoticed and deteriorate the adhesive strength and waterproof performance between each block. There is. As described above, if a stepped portion is formed on the upper end surface of the lower block at the horizontal joint so that the inner side is higher than the surface side, the effect of preventing rainwater from entering can be obtained.
第１図及び第２図は夫々本発明実施例を示す目
地部の要部縦断面図、第３図はブロツクの組積構
造を示す要部斜視図、第４図及び第５図は従来に
おける目地部の構造を示す要部縦断面図である。
１……コンクリートブロツク、３……側壁部、
４……連結部、５，６……目地部、７……目地モ
ルタル、１１……ブロツク上端面、１２……ブロ
ツク下端面、１３……段部、l1，l2……隙間幅。
1 and 2 are longitudinal cross-sectional views of the main parts of joints showing the embodiments of the present invention, FIG. 3 is a perspective view of the main parts showing the masonry structure of blocks, and FIGS. 4 and 5 are the conventional ones. FIG. 3 is a vertical cross-sectional view of a main part showing the structure of a joint part. 1... Concrete block, 3... Side wall part,
4...Connecting portion, 5, 6...Joint portion, 7...Joint mortar, 11...Block top end surface, 12...Block bottom end surface, 13...Step portion, l1 , l2 ...Gap width.
Claims (1)
とからなり、各ブロツクの側壁部間の目地部へモ
ルタルなどの目地材を組積後に充填する目地材後
充填ブロツクの組積構造において、前記目地部に
おける各側壁部間の〓間が側壁部外側面側よりも
内側面側で小として、前記各側壁部端面に、側壁
部外側面側から押し込まれた目地材の内側面側へ
の脱落防止用の段部を形成したことを特徴とする
目地材充填用組積ブロツク。 ２ 上下に積層された側壁部間の横目地部におい
て、下側ブロツクの側壁部内側面側が外側面側よ
りも高くなるような段部を形成した特許請求の範
囲第１項記載の目地材充填用組積ブロツク。[Scope of Claims] 1. Post-filling of joint material, which consists of a connecting part that connects the inner and outer side walls and both side walls, and fills the joints between the side walls of each block with a joint material such as mortar after masonry. In the block masonry structure, the gap between each side wall at the joint is smaller on the inner side than on the outside side of the side wall, and a joint is pushed into the end face of each side wall from the outside side of the side wall. A masonry block for filling joint material, characterized in that a stepped portion is formed to prevent the material from falling off to the inner side. 2. A joint filler filling material according to claim 1, which forms a stepped portion such that the inner side of the side wall of the lower block is higher than the outer side at the horizontal joint between the vertically laminated side walls. masonry block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60133512A JPS61290144A (en) | 1985-06-18 | 1985-06-18 | Stacked block for filling joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60133512A JPS61290144A (en) | 1985-06-18 | 1985-06-18 | Stacked block for filling joint |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61290144A JPS61290144A (en) | 1986-12-20 |
| JPH0530946B2 true JPH0530946B2 (en) | 1993-05-11 |
Family
ID=15106511
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60133512A Granted JPS61290144A (en) | 1985-06-18 | 1985-06-18 | Stacked block for filling joint |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61290144A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0524714U (en) * | 1991-09-11 | 1993-03-30 | 株式会社岩本 | Stone unit for construction |
| JP5395990B2 (en) * | 2009-02-24 | 2014-01-22 | 東洋工業株式会社 | Masonry block and construction method using the same |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS538422U (en) * | 1976-07-07 | 1978-01-24 | ||
| JPS559979A (en) * | 1978-07-10 | 1980-01-24 | Masayuki Nishitani | Method of building wall using blockkshaped member and porous brick for same |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4948814U (en) * | 1972-08-02 | 1974-04-27 |
-
1985
- 1985-06-18 JP JP60133512A patent/JPS61290144A/en active Granted
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS538422U (en) * | 1976-07-07 | 1978-01-24 | ||
| JPS559979A (en) * | 1978-07-10 | 1980-01-24 | Masayuki Nishitani | Method of building wall using blockkshaped member and porous brick for same |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61290144A (en) | 1986-12-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH0530946B2 (en) | ||
| JPS5828240Y2 (en) | Radiation protection wall | |
| JPH0530947B2 (en) | ||
| JPH0529286Y2 (en) | ||
| JPH0141789Y2 (en) | ||
| JPS6038768Y2 (en) | L-shaped block with slope for construction | |
| CN210439450U (en) | Concatenation formula house | |
| JPS6378941A (en) | Concrete block structure having strength in wall thickness direction | |
| JPH0446004Y2 (en) | ||
| JPH0654037B2 (en) | Building block, block wall and its construction method | |
| JPH0436322Y2 (en) | ||
| JPH076242B2 (en) | Block wall and its construction method | |
| JPS6343297Y2 (en) | ||
| JPH022766Y2 (en) | ||
| JPH053582Y2 (en) | ||
| JP3045821U (en) | Stair block | |
| JPS6123133Y2 (en) | ||
| JPH0348314Y2 (en) | ||
| JPS6332275Y2 (en) | ||
| JPS6223873Y2 (en) | ||
| JPH037458Y2 (en) | ||
| JPH0439905Y2 (en) | ||
| JPS6029494Y2 (en) | retaining wall | |
| JPH0526127Y2 (en) | ||
| JPH067075Y2 (en) | Building foundation |